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A Modified Time Domain Random Walk Approach for Simulating Colloid Behavior in Fractures: Method Development and Verification

机译:用于模拟骨折中胶体行为的修改时域随机步道方法:方法开发与验证

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Abstract Colloids are ubiquitous in groundwater systems, and understanding their behavior is of critical importance as they can pose a threat to human and environmental health. Extensive research has been conducted to model colloid behavior in fractures leading to the development of a number of analytical solutions, albeit for single fractures. However, the application of these analytical solutions at the network scale has not yet been established; thus, fracture networks are modeled using numerical techniques that are verified in single fractures first. Time domain random walk (TDRW) is a Lagrangian‐based approach originally designed to simulate solute transport in single fractures considering advection, dispersion, and matrix diffusion. The present study develops a modified TDRW approach (MTDRW) to consider colloid‐specific transport mechanisms based on an analytical solution describing colloid behavior in single fractures. The MTDRW approach was validated through simulating the behavior of (i) monodisperse colloids in a synthetic, single fracture with and without matrix diffusion; (ii) polydisperse colloids in a synthetic, single fracture with impermeable matrix; and (iii) monodisperse colloids in a synthetic impermeable fracture network. In all three cases, the MTDRW approach replicated the results of analytical solutions in single fractures and the semianalytical solution in fracture networks. The MTDRW approach is expected to enhance the reliability of colloid transport modeling due to its capacity to simulate the physiochemical heterogeneity across the network. This is required to (i) evaluate the aquifer vulnerability to colloid migration; (ii) predict the aquifer resilience under contamination events; and (iii) develop effective planning, management, and remediation strategies.
机译:摘要胶体在地下水系统中普遍存在,并且了解他们的行为是重要的重要性,因为它们可能对人类和环境健康构成威胁。已经进行了广泛的研究,以模拟骨折的骨折行为,导致发育许多分析解决方案,尽管是单一骨折。但是,尚未建立这些分析解决方案的应用;因此,使用在单个裂缝中首先验证的数值技术来建模裂缝网络。时域随机步行(TDRW)是一种基于拉格朗日的方法,最初设计用于考虑平流,分散和基质扩散的单一骨折中的溶质传输。本研究开发了一种修饰的TDRW方法(MTDRW),以考虑基于描述单个裂缝中胶体行为的分析溶液的胶体特异性传输机制。通过模拟合成,单个骨折在合成,单个骨折的单分散胶体的行为和没有基质扩散的情况,验证了MTDRW方法; (ii)具有不可渗透的基质的合成,单个骨折中的多分散胶体; (iii)在合成的不可渗透骨折网络中单分散胶体。在所有三种情况下,MTDRW方法在骨折网络中复制了单一骨折和半角质解的分析溶液的结果。预计MTDRW方法将提高胶体传输建模的可靠性由于其在网络上模拟了基础化学异质性的能力。这是必需的(i)评估血液迁移的含水层脆弱性; (ii)预测污染事件下的含水层的恢复力; (iii)制定有效的规划,管理和修复战略。

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